中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2024, Vol. 43 ›› Issue (12): 10-17.DOI: 10.3969/j.issn.1674-0696.2024.12.02

• 交通基础设施工程 • 上一篇    

紫外老化对沥青宏观性能及微观组成的影响

席晗,孔令云   

  1. (重庆交通大学 土木工程学院,重庆 400074)
  • 收稿日期:2023-12-05 修回日期:2024-06-12 发布日期:2024-12-24
  • 作者简介:席晗(1992—),男,河南开封人,博士研究生,主要从事道路沥青材料老化方面的研究。E-mail:269519746@qq.com 通信作者:孔令云(1976—),女,江苏如皋人,教授,主要从事沥青路面方面的研究。E-mail:43112443@qq.com
  • 基金资助:
    国家自然科学基金项目(51508062)

Effect of Ultraviolet Aging on Macroscopic Properties and Microscopic Composition of Asphalt

XI Han, KONG Lingyun   

  1. (School of Civil Engineering, ChongqingJiaotong University, Chongqing 400074, China)
  • Received:2023-12-05 Revised:2024-06-12 Published:2024-12-24

摘要: 采用动态剪切流变试验和多重应力恢复蠕变试验对紫外老化沥青的高温流变性能进行测定,同时采用组分组成试验、元素组成试验、凝胶渗透色谱试验、红外光谱试验对其组分组成、元素组成、分子量分布、特征峰和官能团等微观组成变化进行测定,研究紫外辐射作用下沥青宏观、微观老化行为的变化规律及其评价指标。结果表明:紫外老化后沥青车辙因子和不可恢复柔量增加,相位角和恢复率减少,高温稳定性增强;沥青作为高分子材料,在紫外作用下内部化学键和长链、支链分子断裂,并在氧气作用下发生氧化反应,使得沥青质增加,沥青结构向凝胶型转化;紫外老化后沥青分子量分布变窄,内部发生小分子不断向大分子化合物聚集的团聚现象,使特征峰发生变化并产生羰基和亚砜基官能团;车辙因子和恢复率可作为沥青紫外老化高温流变性能评价指标,而羰基和亚砜基官能团则可分别作为表示老化产生和抗老化能力的指标。

关键词: 道路工程;沥青;紫外老化;宏观性能;微观组成

Abstract: Dynamic shear rheological test and multiple stress recovery creep test were used to measure the high temperature rheological properties of ultraviolet (UV) aged asphalt. Meanwhile, the component composition test, element composition test, gel permeation chromatography test and infrared spectrum test were used to measure the changes of microscopic composition such as component composition, element composition, molecular weight distribution, characteristic peaks and functional groups of asphalt. The variation rules of macro and micro aging behavior of asphalt under ultraviolet radiation and its evaluation indicators were studied. The results show that after UV aging, the rutting factor and unrecoverable compliance of asphalt are increased, the phase angle and recovery rate are decreased, and the high-temperature stability is increased. At the same time, as a polymer material, asphalt breaks its internal chemical bonds and long chain and branch chain molecules under the action of ultraviolet, and oxidizes under the action of oxygen, which increases the asphaltene and converts the asphalt structure to gel type. After UV aging, the molecular weight distribution of asphalt becomes narrower, and there is a phenomenon of small molecules continuously aggregating into large molecule compounds inside, causing changes in characteristic peaks and the production of carbonyl and sulfoxide functional groups. It is found that the rutting factor and recovery rate can be used as the evaluation indicators of high-temperature rheological properties of asphalt UV aging, while carbonyl and sulfoxide functional groups can be used as the indicators of aging generation and anti-aging ability, respectively.

Key words: highway engineering; asphalt; UV aging; macro properties; micro composition

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